NCC230014_Site Plan or Location Map_20230104

H
G
F
E
L�
■
1
2
3
5
L
12' 2' 6'
TRAVEL LANE C&G
GUARDRAIL FLUSH
WITH FACE OF CURB
13 2" 2'-8" 4'-4" (SEE SHEET C8.01)
3
�1 6.00% SLOPE 5.00% SLOPE
32" RUMBLE STRIPS 24" STANDARD C&G
(SEE SHEET C8.01) (SEE SHEET C8.00)
ASPHALT PAVEMENT
(SEE SHEET C8.00)
12' ASPHALT DRIVE
CROSS SECTION
CALIFORNIA AVENUE V
(60' PUBLIC R/W)
— EX. PROPERTY
LINE (TYP.)
7
SITE NOTES:
E'6
1. ALL DIMENSIONS ARE MEASURED AT THE EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.
2. LOCATION AND TOPOGRAPHICAL INFORMATION WAS TAKEN FROM AN ACTUAL FIELD SURVEY PERFORMED BY THE
JOHN R. MCADAMS COMPANY, INC. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL (GROUND) DISTANCES
AND VERTICAL DATUM IS NAVD 88. COORDINATES AS SHOWN ARE NC STATE PLANE GRID NAD 83 (2011).
3. THE PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED BY FEMA
F.I.R.M MAP NUMBER 3710170000J DATED OCTOBER 2, 2008.
4. PROJECT SITE IS LOCATED IN THE CATAWBA RIVER BASIN.
5. ALL MATERIALS, CONSTRUCTION, WORKMANSHIP SHALL MEET DUKE ENERGY CAROLINA, CITY OF MARION, NCDOT,
AND NCDEQ SPECIFICATIONS, STANDARDS AND DESIGN.
6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC., AND THE SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR.
7. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFO AND EXISTING DRAWINGS. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING
UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY SC 811 PRIOR TO EXCAVATION.
CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND
OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE
CONTRACTOR.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY PAVEMENT OR EXISTING UTILITIES THAT MAY BE
DAMAGED DUE TO CONSTRUCTION ACTIVITY. EXERCISE CAUTION.
9. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT
DISTURB UTILITY POLES, GUY WIRES, OR ANCHORS WITHOUT PERMISSION FROM DUKE ENERGY.
10. EXISTING IMPROVEMENTS SLATED TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE
REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE
CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
EXISTING
CALIFORNIA A
(60' PUBLIC R
EX. CHAIN LINK
FENCE (TYP.)
EDGE OF
. . . _ X GRAVEL (TYP.)
BEGIN GUARDRAIL ASPHALT PAVEMENT WITH —
GUARDRAIL END TREATMENT 32" WIDE RUMBLE STRIPS
PER NCDOT STD. 862.01 ASPHALT EDGE
PER NCDOT STD. 665.01 12. — —
(SEE SHEET C8.01) (SEE SHEET C8.01) (SEE SHEET C8.00) CONCRETE PAVEMENT
`` (SEE SHEET C8.00)
N88'42'01 "W 75.924' R=500.00'
N85'31'54"W 84,509' 1
EX. DROP INLET
(TYP.)
1 I 2 I 3 I 4
3 R
3' WIDE CONCRETE FLUME PROPOSED GUARDRAIL TO BE 24" STANDARD CURB &
GUTTER (SEE SHEET C8.00)
(SEE SHEET C8.00) FLUSH WITH FACE OF CURB
PER NCDOT STD. 862.01
(SEE SHEET C8.01) ASPHALT TO CONCRETE
PAVEMENT TRANSITION
(SEE SHEET C8.00)
EX. CLASS B
END GUARDRAIL
GUARDRAIL END TREATMENT
PER NCDOT STD. 862.01
(SEE SHEET C8.0)
DUKE POWER CO
PIN: 1701-31-8559
DB 682, PG 813
SITE LEGEND
E
PROPERTY LINE
RIGHT—OF—WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
r�y�:n�iJ�•ia„Ia:rl
CONCRETE PAVEMENT
GRAVEL PAVEMENT
RIP RAP
GUARDRAIL
❑M
------
3'
EX. GRAVE SITE
—X X�
� k
------- _ X
X I
X
EX. PROPERTY
EDGE OF I LINE (TYP.)
GRAVEL (TYP.) X
I
X EX. CHAIN LINK
5' CURB TRANSITION FENCE (TYP.)
TO FLUSH
\ WANDA R LEDBETTER
PIN: 1701-41-3624
R100' I I DB 1280, PG 836
ZONING: R3
RAP
I MCDOWELL HOUSING
LIMITED PARTNERSHIP
ggV\R20C PIN: 1701-41-4436
DB 525, PG 359
ZONING: R4
24" STANDARD CURB AND o I
GUTTER (SEE SHEET C8.00) CD
0 0 >
PROP. RIP RAP
C
o
CD X
c
—_ --� EX. PROPERTY
EX. CATCH BASIN
(7Y0.)--��-s� LINE (TYP.)
EX. CHAIN LINK
—_ FENCE (TYP.)
EX. CLASS B —
RIP -RAP
MCDOWELL COUNTY
I BOARD OF EDUCATION
X�X--�— PIN: 1701-41-0342
DB 838, PG 451
ZONING: M1
I
I
MCDOWELL COUNTY
BOARD OF EDUCATION
PIN: 1701-31-9450
DB 563, PG 796 I
ZONING: M1
I
5
L
7
N
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
FINAL DRAWINGS — NOT RELEASED )R CONSTRUCTION
9
T
1
G
F
E
C
DRAWING N0.
CFD-XXXX-X-XXXX
� DUKE
ENERGY
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC 28201
Safety Expectations:
ILLNESS Reduce Risk
[ZERO Remove Exposures to Hazards
VRZ
Y
'07Reinforce Safe Behavior
�N CAROL
o' THE.JOHN •R/
= n : McADAMS 's z
= � *.COMPANY, INC..-'* �O
T C-0293OF
O
I I
MCADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
..........�CAROI,���'�.
O /I0.j
SEAL
046788
. O
oo
SEAL-l-1 l i - w x7k-L
T"%4ARION
OPERATIONS CENTER
SITE MODIFICATIONS
27 STROUD STREET
MARION, NC 28752
ID�OCaO����
PROJECT NO: XXX
DRAWING NUMBER
CFD-XXXX-X-XXXX
ELECTRONIC FILE NAME: CSO 1 1 O.DWG
DRAWN BY: SAB
CHK'D BY: SAW
E-MAIL: [e-mail]
THIS DESIGN DRAWING IS THE EXCLUSIVE PROPERTY OF DUKE ENERGY
CORPORATION AND IS CONSIDERED CONFIDENTIAL. IT SWILL NOT BE
MODIFIED, COPIED, OR DISTRIBUTED WITHOUT PRIOR APPROVAL THIS
INFORMATION SHOULD ONLY BE USED FOR THE SPECIFIC PROJECT
INTENDED.
SHEET TITLE:
SITE PLAN
SHEET NO.